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etabs ppt1

Apr 02, 2018

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    How to make ETABS

    models

    Email: [email protected] : +2/012/6227563

    Note : for intermediate student in computer program not beginner

    Please any note call me to discuss it .

    mailto:[email protected]:[email protected]
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    Example :Our example residentialbuilding consist of 20story need to makeANALYSIS & DESIGNwith ETABS program :

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    we choose default of program

    Starting ETABS.

    At start convert unit to the unit you work with

    From file list

    new model we get this massage

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    Define the Grid. When chose default thiswindow appears

    choose grid only

    in our examplenumber of stories 20 story height 3m units kN -M

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    Plan View / 3D View.

    Your screen should

    show one window

    with a grid plan view

    of your model and one

    window with a grid

    3D view of your

    model.

    Make sure the KN-M

    is selected as your

    units in the lower right

    hand side of the

    window.

    Now is a good time to

    save your model, so

    click on the File/Save

    and find a suitable

    location for your file.

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    Now import your DXF file from *file / import / DXF floor plan

    Choose your file and open it

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    Choose layers to

    each element

    (beams ,floors

    ,etc.)

    Choose the story you insert

    DXF in it

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    Define the Materials.

    Next, we will define the

    materials used in the model.

    Concrete 40 & 60 grade will

    be used.

    The two materials will be

    defined in successive steps.

    ClickMaterial Properties

    from the Define pull down

    menu.

    ClickAdd New Material

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    For concrete 40 N/mm-Type C40for the Material

    Name.

    -Select I sotropicfor the Type

    of Material.

    -Type 2.5for the Mass perunit Volume.

    -Type 25for the Weight per

    unit Volume.

    -Type 28E06for the Modulus

    of Elasticity.

    -Type 0.2for Poissons Ratio.

    -Type 9.900E-06for the

    Coeff of Thermal Expansion.

    -Select Concretefor the Type

    of Design.

    -Type 32000for fc.

    -Type 460000for fy

    -Type 460000for fys.

    -ClickOK

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    For concrete 60 N/mm

    The difference here

    Modulus of elasticity equal

    0.2*60(grade ) + 20 = 32

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    Define the columns.

    Next, we will define the

    concrete columns used in the

    model. 25x80 cm columns

    will be used.

    The two concrete materials

    defined in the previous step

    will be used to define the

    columns.

    ClickDefine/FrameSections from the pull

    down menu.

    Select Add Rectangular.

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    Define the 25x80 Cm column.

    Type C25X80C60 as the

    Section Name.

    Select C60 as the

    Material.

    Type 0.8mfor the Depth.

    Type 0.25m for Width.

    ClickOK.

    Cracked section

    design

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    Define the Shear walls.

    Next, define the concrete shear

    walls used in the model.

    C60shear walls will be used.

    The concrete material defined

    earlier in the tutorial will be

    used to define the shear walls.

    ClickWall/Slab/Deck

    Sections from the Define

    pull down menu.

    Select Add New Wallfrom the

    Click to: menu.

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    Define the C60 shear wall.

    Type W25C60 as the Section Name.

    Select C60 as the Material.

    Type .25 for the Membrane Thickness.

    Type .25 for the Bending Thickness.

    Select Shell as the Type.

    ClickOK.

    Cracked section

    design

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    Define the slab.

    Next, define the concrete slabs

    used in the model.

    C40slabs will be used.

    ClickWall/Slab/Deck

    Sections from the Define

    pull down menu.

    Select Add New slabfrom the

    Click to: menu.

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    Define the slab 22 cm post tension C40.

    Type S22CMPT as the Section Name.

    Select C40 as the Material.

    Type .22 for the Membrane Thickness.

    Type .22 for the Bending Thickness.

    Select Shell as the Type.

    ClickOK.

    Important note:-

    The slab is post tension so

    there is no cracked section

    design that mean no

    modifiers

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    Drawing & assigning column and shear wall

    First drawing column Select the point u want to be a column

    ClickExtrude points to lines from

    Edit menu.

    Type -3 for dz.

    ClickOK.

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    Assigning column sectionSelect the column

    ClickFrame section from frame/line

    From Edit menu.

    Select C25x80.

    ClickOK.

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    Second drawing shear wall

    -Select the lines u want to be a shear

    wall

    -ClickExtrude lines to Areas from

    Edit menu.

    -Type -3 fordz.

    -clickDelete Source Objects.

    ClickOK.

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    Assigning shear wall sectionSelect the shear wall

    Clickwall/slab/deck sectionfrom

    shell/areaFromassignmenu..

    Select W25C60.

    ClickOK.

    Save your model.

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    Assigning Biers for wall sectionsSelect the shear wall each part alone

    If the shear wall consist of HZ & VL

    part (core) select HZ alone and VL

    alone

    Clickpier label from shell/area from

    assign menu

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    Each wall appears its name on it